addendum 2 - hamilton international...

REQUEST FOR PROPOSAL: Professional Design Services Hamilton International Air Cargo Logistics Facility

CLIENT: TradePort International Corporation,

Operators of John C. Munro Hamilton International Airport (YHM)

ADDENDUM 2

Greg Curran Director

Stephanie Andrew Senior Cost Consultant

Turner & Townsend cm2r Inc.

One St. Clair Avenue East Seventh Floor Toronto Ontario M4T 2V7

t: +1 (416)925 1424

e: [email protected]

w: www.ttcm2r.com

Hamilton Airport Cross Dock Air Cargo Terminal Kasian Architecture

Report For

Preliminary Construction Cost Analysis

Hamilton Airport Cross Dock Air Cargo Terminal Kasian Architecture

Page 3 of 35

November 27, 2013 ref no.20749

Kasian Architecture

1500 West Georgia Street, Suite 1685

Vancouver

British Columbia

V6G 2Z6

For the attention of Mr. Dan Petrick,

Dear Dan,

HAMILTON AIRPORT CROSS DOCK TERMINAL PRELIMINARY CONSTRUCTION COST ESTIMATE We enclose our Preliminary Construction Cost Analysis for the above-noted based on the documentation provided to us, listed in Section 6 of this report.

Please refer to our Executive Summary, Section 1, for specific qualifications and assumptions associated with this cost report.

We trust this meets with your approval. Should you have any questions please do not hesitate to contact us.

Yours faithfully

Stephanie Andrew Greg Curran Senior Cost Consultant Director Turner & Townsend cm2r Inc. Turner & Townsend cm2r Inc. e: [email protected] e: [email protected]

Cc: Michelle Lau, Cost Consultant, Turner & Townsend cm2r Inc., [email protected]

Page 4 of 35

Hamilton Airport Cross Dock Terminal Kasian Architecture

Contents

making the difference

1 EXECUTIVE SUMMARY

2 PROJECT BUDGET

3 ELEMENTAL COST ANALYSIS

4 AREA SUMMARY

5 DOCUMENTATION

6 RISK MANAGEMENT

Rev Originator Approved Date

0 Stephanie Andrew Greg Curran November 21, 2013

0 Stephanie Andrew Greg Curran November 27, 2013

© Turner & Townsend cm2r. All rights reserved November 2013 This document is expressly provided to and solely for the use of Kasian Architecture and Vantage Airport Group and must not be quoted from, referred to, used by or distributed to any other party without the prior consent of Turner & Townsend cm2r who accept no liability of whatsoever nature for any use by any other party F:\TOR\TEMPLATES\COST PLANNING\CURRENT TEMPLATES\TEMPLATE FOR COST ESTIMATE WORD REPORT.DOC

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1 EXECUTIVE SUMMARY

1.1 Introduction

Turner and Townsend cm2r is retained to provide preliminary Cost Planning & Design Cost Control services for Hamilton Airport Cross Dock Air Caro Terminal including this report for a Preliminary Construction Cost Analysis as part of the Feasibility study for the Cargo facility. The Estimate is for the “hard” Construction Cost and “soft” cost of the project. This estimate is an opinion of probable cost only.

1.2 Procurement and Schedule

The Construction Cost Estimate includes all direct construction costs and contractor’s overhead and profit. It assumes that the project will be procured on a Construction Management basis, and that bids will be received from a minimum of three pre-qualified sub contractors for all construction trades. We also assume that the project will be completed in a reasonable time frame.

1.3 Level of Documentation

The estimate is based on the preliminary drawings and information provided as listed in Section 6 of this report and supplemented by discussions with the Architect, Engineers and Consultants. It reflects current (November 2013) rates and present market/local conditions. The estimate includes an Estimating/Design Contingency Allowance, due to the preliminary nature of the design information available to account for increases in cost as a result of design development through to 100% complete documentation.

1.4 Market Conditions

The estimate is based on normal competitive conditions and is intended to fall within a range of bids received from a number of competitive contractors. Adverse local and global market conditions, proprietary specifications, single-sourcing of materials and equipment, or lack of bidders may cause bids to vary from reasonable estimates based on normal competitive conditions. A contingency of 1% is included in our estimate to allow for construction price escalation to the anticipated start date in 3 quarter 2014. We recommend that this be reviewed regularly prior to construction start.

1.5 Assumptions/Exclusions

Please refer to Page 6 for specific Exclusions and to our detailed elemental back-up for specific assumptions.

1.6 Limitation of Scope

Turner & Townsend cm2r inc. is not retained to provide independent design cost control or cost planning, however we would recommend that a Design Cost Control process is implemented to assist in the helping the project remain on Budget through completion.

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2 PROJECT BUDGET

Page 7 of 35

Hamilton Airport Cross Dock Air Cargo TerminalFEASIBILITY CAPITAL BUDGET ANALYSISOur ref 20749Rev 1Nov 27, 2013

PROJECT COST/sf BUDGET GFA % OF

ESTIMATE 76,317 BUDGETA LAND

1 Land Purchase and associated costs $0 0.00 0.00%LAND SUBTOTAL $0 0.00 0.00%

B HARD COSTS1 Construction $10,831,000 141.92 84.38%

2 $108,310 1.42 0.84%

3 $546,966 7.17 4.26%HARD COSTS SUBTOTAL $11,486,276 150.51 89.48%

SOFT COSTSC FIXED FEE CONSULTANTS

1 Professional Design Consultants -8% - per Vantage Airport Group $919,000 12.04 7.16%2 Structural engineers In C1 0.00 0.00%3 Mechanical engineers In C1 0.00 0.00%4 Electrical engineers In C1 0.00 0.00%5 LEED consultant Not Required 0.00 0.00%6 Landscape architect Not Required 0.00 0.00%7 AV consultant Not Required 0.00 0.00%8 Acoustics consultant Not Required 0.00 0.00%9 Civil engineers In C1 0.00 0.00%

10 Interior design Not Required 0.00 0.00%11 Food Services Consultant Not Required 0.00 0.00%12 Project Management Consultant -Per Vantage Airport Group Excluded 0.00 0.00%13 Cost Consultant/Feasibility Study $22,000 0.29 0.17%14 Feasibility Study Consultant - ICF Excluded 0.00 0.00%15 Cost Consultant - Design Stage ( SD, DD, and CD) $28,000 0.37 0.22%16 Environmental Consultant $10,000 0.13 0.08%17 Geotechnical Consultant In C1 0.00 0.00%18 Commissioning Consultant In C1 0.00 0.00%19 Construction Cost Monitor - Monthly Draws Excluded 0.00 0.00%20 Ecologist/Environmentalist Not Required 0.00 0.00%21 Land Surveyor $16,255 0.21 0.13%22 Archeological Not Required 0.00 0.00%23 Security Consultant Excluded 0.00 0.00%24 Elevator Consultant In C1 0.00 0.00%25 Planning Consultant In C1 0.00 0.00%26 Traffic Consultant TBD 0.00 0.00%27 Arborist TBD 0.00 0.00%

FIXED FEE CONSULTANTS SUBTOTAL $995,255 13.04 7.75%

D FEES & PERMITS

1 Not Required 0.00 0.00%

2 $230,000 3.01 1.79%3 Site Plan Fees $0 0.00 0.00%

Building Permit Fees - 2% Per Vantage Airport Group

Escalation Contingency- June 2014

Post Contract Contingency

Development Charges - Not applicable

TOTAL PROJECT COST BUDGET - SUMMARY

4 Other City Fees & Permits $0 0.00 0.00%FEES & PERMITS SUBTOTAL $230,000 3.01 1.79%

E MISCELLANEOUS COSTS1 Testing & Inspections $30,000 0.39 0.23%2 Commissioning In C1 0.00 0.00%3 Administration Expenses - Owner Costs TBD 0.00 0.00%4 General Legals $0 0.00 0.00%5 H.S.T. - Owner to advise if applicable N/A 0.00 0.00%6 Mock Up Excluded 0.00 0.00%7 Moving Costs - Owner to confirm Excluded 0.00 0.00%8 Startup Expenses $10,000 0.13 0.08%9 Temporary Facilities - NOT APPLICABLE $0 0.00 0.00%

10 Development/Soft Costs Contingency (5%) $64,000 0.84 0.50%MISCELLANEOUS COSTS SUBTOTAL $74,000 1.36 0.81%

F FURNITURE AND EQUIPMENT1 Equipment - Parking Controls $0 0.00 0.00%2 Signage and graphics - Exterior $50,000 0.66 0.39%3 Equipment - Kitchen - Owner to confirm N/A 0.00 0.00%4 Equipment - Window Washing/Maintenance Excluded 0.00 0.00%5 Equipment - IT and Comm - Owner to confirm $0 0.00 0.00%

6 Excluded 0.00 0.00%7 Equipment - Security $0 0.00 0.00%8 Furniture Excluded 0.00 0.00%

OTHER COSTS SUBTOTAL $50,000 0.66 0.39%G Financing Cost - ASSUME NOT APPLICABLE

1 Loan Interest N/A 0.00 0.00%2 Legal Fees - Financing N/A 0.00 0.00%3 Project Monitor N/A 0.00 0.00%4 Appraisal Fees N/A 0.00 0.00%5 Lender's Commitment Fee @ 0.30% of Loan Value N/A 0.00 0.00%6 N/A 0.00 0.00%

OTHER COSTS SUBTOTAL $0 0.00 0.00%

TOTAL PROJECT BUDGET $12,836,000 168.58 100.23%

The following has been specifically excluded:Construction Exclusions Mechanical Exclusions Electrical Exclusions1

1 Sanitary sump pumps 1 Communications active hardware & rack mounted network equipment2 Vending Machines 2 Storm sump pumps 2 Lightning protection

3 3 Pre-action system 3 Phasing premium4 Vending Machines 4 Dry sprinkler system 4 Clock system5 5 Fire boost pump 5 Tenant space fit-up6

6 Fire standpipe 6 Cost to redirect overhead lines to site7 DX cooling of RTU's for tenant area 7 CCTV equipment & devices8 Humidification to the building 8 Flight information display systems (FIDS)9 Fuel oil system 9 Wireless access points supply - by Authority10 Sub metering for tenant 10 P.A. System11 Mechanical site services relocation along 11 Intercom systemand from East Cargo Road to building site 12 Access Control & Intrusion Detection Systemsite (Water and Sanitary) 13 EV Charging Stations equipment

14 Owner's metering system15 UPS System16 Ground Power to aircraft17 Power to guidance system

Bank Advance Fee

Equipment - AV , FIDS + BIDS

Equipment other than detailed in the Report

Elevators

Premiums Associated with Single-Sourcing if any

Construction Price Escalation Beyond June 2014

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3 ELEMENTAL COST ANALYSIS

Page 9 of 35

ELEMENTAL COST SUMMARY

SCHEMATIC DEVELOPMENT

Cat:Project: Hamilton Airport Cross Dock Air Cargo Terminal File: R1Location: Hamilton, Ontario Date: Nov 27, 2013Owner/Client: Hamilton International Airport Project Number: 20749Architect: Kasian Gross Floor Area: 7,090 m2

Ratio Elemental Elemental ElementalElement to GFA Quantity Unit Rate Amount Cost/m2 AmountA SHELL A1 SUBSTRUCTURE $66.43

A11 Foundation 0.83 5,886 m2 $80.02 $471,000 $66.43A12 Basement Excavation 0.00 0 m3 $0.00 $0 $0.00 $471,000 4%

A2 STRUCTURE $277.57A21 Lowest Floor Construction 0.83 5,886 m2 $79.68 $469,000 $66.15A22 Upper Floor Construction 0.17 1,204 m2 $252.49 $304,000 $42.88A23 Roof Construction 0.83 5,886 m2 $203.02 $1,195,000 $168.55 $1,968,000 18%

A3 EXTERIOR ENCLOSURE $285.90A31 Walls Below Grade 0.00 0 m2 $0.00 $0 $0.00A32 Walls Above Grade 0.43 3,062 m2 $206.73 $633,000 $89.28A33 Windows & Entrances 0.05 366 m2 $1,054.64 $386,000 $54.44A34 Roof Covering 0.83 5,886 m2 $98.54 $580,000 $81.81A35 Projections 1.00 7,090 m2 $60.37 $428,000 $60.37 $2,027,000 19%

B INTERIORS B1 PARTITIONS & DOORS $40.34

B11 Partitions 0.23 1,630 m2 $146.01 $238,000 $33.57B12 Doors 0.00 22 No $2,181.82 $48,000 $6.77 $286,000 3%

B2 FINISHES $18.34B21 Floor Finishes 0.91 6,433 m2 $13.52 $87,000 $12.27B22 Ceiling Finishes 0.91 6,433 m2 $5.60 $36,000 $5.08B23 Wall Finishes 0.94 6,684 m2 $1.05 $7,000 $0.99 $130,000 1%

B3 FITTINGS & EQUIPMENT $104.51B31 Fittings & Fixtures 1.00 7,090 m2 $13.82 $98,000 $13.82g , $ $ , $B32 Equipment 1.00 7,090 m2 $90.69 $643,000 $90.69B33 Conveying Systems 0.00 0 stp $0.00 $0 $0.00 $741,000 7%

C SERVICES C1 MECHANICAL $131.03

C11 Plumbing & Drainage 1.00 7,090 m2 $32.44 $230,000 $32.44C12 Fire Protection 1.00 7,090 m2 $25.81 $183,000 $25.81C13 H.V.A.C. 1.00 7,090 m2 $65.30 $463,000 $65.30C14 Controls 1.00 7,090 m2 $7.48 $53,000 $7.48 $929,000 9%

C2 ELECTRICAL $142.60C21 Service & Distribution 1.00 7,090 m2 $59.52 $422,000 $59.52C22 Lighting, Devices & Heating 1.00 7,090 m2 $63.05 $447,000 $63.05C23 Systems & Ancillaries 1.00 7,090 m2 $20.03 $142,000 $20.03 $1,011,000 9%

NET BUILDING COST (Excluding Site) $1,066.71 $7,563,000 70%D SITE & ANCILLARY WORK D1 SITE WORK $142.17

D11 Site Development 2.01 14,217 m2 $34.11 $485,000 $68.41D12 Mechanical Site Services 2.01 14,217 m2 $25.46 $362,000 $51.06D13 Electrical Site Services 2.01 14,217 m2 $11.32 $161,000 $22.71 $1,008,000 9%

D2 ANCILLARY WORK $48.94D21 Demolition 0.98 6,930 m2 $50.07 $347,000 $48.94D22 Alterations 0.00 0 m2 $0.00 $0 $0.00 $347,000 3%

NET BUILDING COST (Including Site) $1,257.83 $8,918,000Z GENERAL REQUIREMENTS & ALLOWANCES Z1 GEN. REQ. & FEE 13.5% $169.82

Z11 General Requirements 10.0% including insurance and bonding $892,000 $125.81Z12 Fee 3.5% $312,000 $44.01 $1,204,000 11%

TOTAL CONSTRUCTION ESTIMATE (Excluding Allowances) $10,122,000 93% Z2 ALLOWANCES 7.0% $100.00

Z21 Estimating Allowance 7.0% $709,000 $100.00Z22 Escalation Allowance 0.0% Refer to Project Summary $0 $0.00Z23 Construction Allowance 0.0% Refer to Project Summary $0 $0.00 $709,000 7%

GOOD & SERVICES TAX 0.0% EXCLUDED $0 $0.00 $0 0%TOTAL CONSTRUCTION ESTIMATE (Including Allowances) $10,831,000 100%

Cost/m2GFA 7,090 m2 $1,528GFA 76,317 sf $142

Page 10 of 35

Project: Hamilton Airport Cross Dock Air Cargo Terminal File: R1Location: Hamilton, Ontario Date: Nov 27, 2013Owner/Client: Hamilton International Airport Project Number: 20749Architect: Kasian Gross Floor Area: 7090 m2

Description Rate Amount

A1 SUBSTRUCTURE

A11 Foundations

exterior strip footings ‐ including a 250 thick foundation

wall 356 m 450.00 160,200 450 x 300; 35 kg/m3

interior strip footings ‐ including 300mm stub wall 84 m 500.00 42,0001200 x 300; 35 kg/m3

concrete pad footings ‐ exterior 43 no 2,000.00 86,000sizes TBD

concrete pad footings ‐ interior 18 no 1,500.00 27,000sizes TBD

concrete piers 61 no 1,000.00 61,000

Quantity

sizes TBD

Stair Foundations 4 no 5,000.00 20,000

allowance for undetailed 1 sum 75,000.00 75,000

TOTAL A11 Foundations 5,886 m2 80.05 471,200

A12 Basement Excavation

TOTAL A12 Basement Excavation 0

TOTAL A1 SUBSTRUCTURE 471,200

Page 11 of 35


Description Rate AmountQuantity

A2 STRUCTURE

A21 Lowest Floor Construction

200mm slab on grade + 5,806 m2 65.00 377,390

polypropylene reinf; 150mm Gran A; poly vapour barrier

(note: SOG will be stepped to accommodate dock

levelers at loading dock doors and interior freezers)

200mm slab on grade at dock levelers + 80 m2 65.00 5,200

15@300 T &B reinf; 150mm Gran A; poly vapour barrier

Extra over for slab thickening at future stairs 56 m2 500.00 28,000

Extra over for slab thickening at masonry walls 16 m2 500.00 8,000

Allowance for housekeeping pads 1 sum 50,000.00 50,000

TOTAL A21 Lowest Floor Construction 5,886 m2 79.61 468,590

A22 Upper Floor Construction

Metal deck - mezzanine + 1,204 m2 35.00 42,140Structural Steel - beams and bracing 66,220 kg 3.00 198,660Add 10% for connections 6,622 kg 3.00 19,866

Columns 11,234 kg 3.00 33,702

Metal stairs (2 flts) (2 no.) 4 no 2,500.00 10,000

TOTAL A22 Upper Floor Construction 1,204 m2 252.80 304,368

A23 Roof Construction

Metal Deck + 5,886 m2 35.00 206,010Structural Steel - beams and bracing , columns 247,212 kg 3.00 741,636Add 10% for connections 24,721 kg 3.00 74,164

Columns 39,114 kg 3.00 117,342

Concrete encasement to interior columns (2000mm) 26 no 1,000.00 26,000

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Extra over for fireproofing 1,204 m2 25.00 30,100

TOTAL A23 Roof Construction 5,886 m2 203.07 1,195,252

TOTAL A2 STRUCTURE 1,968,210

A3 EXTERIOR ENCLOSURE

A31 Walls Below Grade

None

TOTAL A31 Walls Below Grade

A32 Walls Above Grade

300mm retaining wall at south side loading - 600mm high + 56 m2 800.00 44,792

Prefinished insulated metal panel - Perimeter + 3,006 m2 150.00 450,900

Horizontal Girts/Wind Posrs 45,930 kg 3.00 137,790

TOTAL A32 Walls Above Grade 3,062 m2 206.89 633,482

A33 Windows & Entrances

Strip windows (1200 mm ht) + 90 m2 450.00 40,500

Aluminum curtain wall system + 52 m2 650.00 33,800

E.O. for glazed doors at curtain wall 4 no 2,500.00 10,000

Glazed overhead door 2 no 8,000.00 16,000

Overhead doors ‐ 2125 x 2454 (measured from plan) ‐16no + 80 m2 700.00 56,000

Overhead doors ‐ 2875 x 3900 (measured from plan) ‐2no + 21 m2 380.00 7,980

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Overhead doors ‐ 4460 x 3270 (measured from plan) ‐

4no + 65 m2 250.00 16,250

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High Speed Overhead doors ‐ 2730 x 2784 (measured

from plan) ‐ 8no + 58 m2 3,175.00 184,150

Hollow Metal door incl Insulated hollow metal door 8 no 275.00 2,200Pressed steel frame 8 no 175.00 1,400Finish - paint 8 no 100.00 800Hardware 8 no 200.00 1,600Installation 8 no 150.00 1,200

Automatic door openers 4 no 3,500.00 14,000

TOTAL A33 Windows & Entrances 366 m2 1,054.32 385,880

A34 Roof CoveringA34 Roof Covering

EPDM roofing - single ply + 5,886 m2 90.00 529,740

Allowance for cants , flashing etc 1 sum 50,000.00 50,000

TOTAL A34 Roof Covering 5,886 m2 98.49 579,740

A35 Projections

600mm Parapet 355 m 200.00 71,000

Metal canopy at air side - canopy roof covering 523 m2 90.00 47,070 - metal canopy soffit 523 m2 60.00 31,380 - structure 523 m2 350.00 183,050

Metal canopy at street - canopy roof covering 131 m2 90.00 11,790 - metal canopy soffit 131 m2 60.00 7,860 - structure 131 m2 350.00 45,850

Concrete exit Stairs including handrail 2 no 2,500.00 5,000

Allowance for miscellaneous metals and projections 1 sum 25,000.00 25,000

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TOTAL A35 Projections 7,090 m2 60.37 428,000

TOTAL A3 EXTERIOR ENCLOSURE 2,027,102

TOTAL A SHELL 4,466,512

B1 PARTITIONS & DOORS

B11 Partitions

190 Concrete block + 1,534 m2 150.00 230,100

Drywall + metal stud + 96 m2 80.00 7,680

TOTAL B11 Partitions 1,630 m2 145.88 237,780

B12 Doors

Hollow Metal door incl + 22 no 200.00 4,400Pressed steel frame 22 no 150.00 3,300Finish - paint 22 no 100.00 2,200Hardware 22 no 800.00 17,600Installation 22 no 300.00 6,600

Automatic Openers - allowance only 4 no 3,500.00 14,000

TOTAL B12 Doors 22 no 2,186.36 48,100

TOTAL B1 PARTITIONS & DOORS 285,880

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B2 FINISHES

B21 Floor Finishes

Sealed concrete to loading dock area + 80 m2 15.00 1,200

Sealed Concrete + 5,217 m2 15.00 78,255

Carpet to office area - by tenant + 888 m2 0.00

Ceramic tile to washrooms, janitor + 52 m2 80.00 4,160

Sealer to stairs + 56 m2 20.00 1,120

Sealer to electrical + 140 m2 15.00 2,100

TOTAL B21 Floor Finishes 6,433 m2 13.50 86,835

B22 Ceiling Finishes

Exposed - cargo area + 4,117 m2 0.00

Exposed - stairs + 56 m2 0.00

Exposed - electrical + 140 m2 0.00

Painted gypsum board - To washrooms + 52 m2 100.00 5,200

Exposed - To u/s mezzanine + 1,180 m2 0.00

Acoustic lay in tile to office - Shelled space + 888 m2 35.00 31,080

TOTAL B22 Ceiling Finishes 6,433 m2 5.64 36,280

B23 Wall Finishes

Paint to walls - NIC + 6,101 m2 0.00

Paint to walls - office walls + 583 m2 8.00 4,664

Paint to columns - intumescent 88 m2 30.00 2,640

Ceramic Tile - None - backsplash to vanity in B31

TOTAL B23 Wall Finishes 6,684 m2 1.09 7,304

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TOTAL B2 FINISHES 130,419

B3 FITTINGS & EQUIPMENT

B31 Fittings & Fixtures

Washroom accessories - allowance only 6 no 3,000.00 18,000

Signage - interior 1 sum 10,000.00 10,000

Allowance for miscellaneous metals, etc. 1 sum 50,000.00 50,000

Allowance for carpentry 1 sum 20,000.00 20,000

TOTAL B31 Fittings & Fixtures 7,090 m2 13.82 98,000

B32 Equipment

Cooler 48 m2 600.00 28,800

Freezer 129 m2 800.00 103,200

Cooler storage units 155 m2 600.00 93,000

Dock Leveler and Bumpers 30 no 12,000.00 360,000

Wheel Chocks c/w Safety chain & Sign - per door 16 no 3,600.00 57,600

+ 7,090 m2 TOTAL B32 Equipment 7,090 m2 90.63 642,600

B33 Conveying Systems

None - excluded

TOTAL B33 Conveying Systems 0

TOTAL B3 FITTINGS & EQUIPMENT 740,600

TOTAL B INTERIORS 1,156,899

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C1 MECHANICAL

C11 Plumbing & Drainage

Equipmentwater meter and backflow preventer assembly 1 sum 7,500.00 7,500sub metering for tenant, assumed not requiredoil interceptor, for trench drain 1 sum 5,000.00 5,000domestic hot water heaters, electric, 20USG, under counter type 1 no 1,500.00 1,500recirculation pumps, assumed not requiredtrap seal primer manifold, allowance 1 sum 1,500.00 1,500sanitary sump pumps, assumed not requiredstorm sump pumps, assumed not requiredelevator sump pumps-assumed to be required

backflow preventer assembly for freezer /cooler 2 no 1,500.00 3,000oil interceptor, for live stock area 1 sum 5,000.00 5,000oil interceptor, for trench drain 1 sum 5,000.00 5,000domestic hot water heaters, electric, 20USG, under counter type 1 no 1,500.00 1,500yp , ,recirculation pumps, assumed not requiredtrap seal primer manifold, allowance 1 sum 1,500.00 1,500(Subtotal Equipment $31,500 )

PipingEast sidecold water 120 m 72.00 8,640hot water 60 m 72.00 4,320hot water recirculation, assumed not requiredsanitary drain and vent, washroom 130 m 85.00 11,050sanitary drain to overhead door trench drain, as previous design brief 170 m 85.00 14,450Storm drainage 250 m 90.00 22,500insulation to storm drainage, assumed jacketed 250 m 40.00 10,000cap-off services for future 1 sum 2,500.00 2,500West sidecold water 140 m 72.00 10,080hot water 60 m 72.00 4,320hot water recirculation, assumed not requiredsanitary drain and vent, washroom 170 m 85.00 14,450sanitary drain to overhead door trench drain, as previous design brief 170 m 85.00 14,450Storm drainage 250 m 90.00 22,500insulation to storm drainage, assumed jacketed 250 m 40.00 10,000(Subtotal Piping $149,260 )

FixturesEast sidewashroom

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water closets -assumed floor mounted, low flow flush 4 no 1,100.00 4,400lavatory - low flow faucet, assumed counter top 4 no 900.00 3,600urinal -wall hung, low flow flush 1 no 1,200.00 1,200drinking fountain, assumed not requiredjanitor's sink 1 no 1,300.00 1,300roof drain 14 no 600.00 8,400floor drain 7 no 600.00 4,200hose bibs, interior 1 no 250.00 250non freeze wall hydrant 4 no 550.00 2,200hose station for live stock area, see phase 2sinks, assumed not requiredtrench drain for over head door area- deletedperimeter foot drainage, by structuralWest sidewashroom

water closets -assumed floor mounted, low flow flush 4 no 1,100.00 4,400lavatory - low flow faucet, assumed counter top 4 no 900.00 3,600urinal -wall hung, low flow flush 1 no 1,200.00 1,200drinking fountain, assumed not requiredjanitor's sink 1 no 1,300.00 1,300j , ,roof drain 12 no 600.00 7,200floor drain 4 no 600.00 2,400hose bibs, interior 1 no 250.00 250non freeze wall hydrant 4 no 550.00 2,200hose station for live stock area 1 no 1,500.00 1,500sinks, assumed not requiredtrench drain for over head door area- deletedperimeter foot drainage, by structural(Subtotal Fixtures $49,600 )

TOTAL C11 Plumbing & Drainage 7,090 m2 32.49 230,360

C12 Fire Protection

Sprinklerfull sprinkler coverage 7,090 m2 25.00 177,250pre-action system, assumed not requireddry sprinkler system, assumed not requiredfire boost pump, assumed not required(Subtotal Sprinkler $177,250 )

Standpipeassumed not required(Subtotal Standpipe $0 )

Miscellaneousfire extinguishers c/w cabinet 1 sum 6,000.00 6,000(Subtotal Miscellaneous $6,000 )

Page 20 of 35



TOTAL C12 Fire Protection 7,090 m2 25.85 183,250

C13 HVAC

Air Handling

Energy recovery unit to above, heat exchanger type 6,000 cfm 8.00 48,000

Energy recovery unit to above, heat exchanger type 6,000 cfm 8.00 48,000

Packaged Roof top unit, indirect gas fired heating, DX cooling for office area, assumed 6500cfm, 16ton cooling 16 ton 1,800.00 28,800

Packaged Roof top unit, indirect gas fired heating, DX cooling for office area, assumed 6500cfm, 16ton cooling 16 ton 1,800.00 28,800Ceiling fans 15 no 750.00 11,250

washroom /janitor room exhaust fans, office admin area 2 no 1,000.00 2,000electrical room ventilation fan 2 no 2,000.00 4,000mechanical ventilation fan, allowance 1 no 2,000.00 2,000, , ,ventilation fans for communication room 2 no 1,500.00 3,000exhaust fans water entrance /sprinkler room 1 no 1,500.00 1,500(Subtotal Air Handling $166,100 )

Heating PlantSee Separate Price(Subtotal Heating Plant $0 )

Cooling Plantnot required(Subtotal Cooling Plant $0 )

Miscellaneoustesting and balancing 1 sum 10,000.00 10,000generator fuel oil system -assumed not required(Subtotal Miscellaneous $10,000 )

Pipingnatural gas 550 m 85.00 46,750(Subtotal Piping $46,750 )

Ductwork and Air Distributiongalvanized steel ductwork 10,400 kg 17.00 176,800diffusers, registers and grilles, tenant 34 no 250.00 8,500diffusers, registers and grilles, office admin 24 no 150.00 3,600silencers, assumed not requiredexterior duct insulation 1 sum 5,000.00 5,000fire and motorized dampers 1 sum 5,000.00 5,000(Subtotal Ductwork and Air Distribution $198,900 )

Page 21 of 35



Heating Devicesair curtain- See Separate Pricegas fired unit /cabinet heater,c/w vent to roof 20 no 1,500.00 30,000perimeter heating, assumed not required(Subtotal Heating Devices $30,000 )

TOTAL C13 HVAC 7,090 m2 65.30 463,000

C14 Controls

Full DDC controlRooftop units, make-up air 2 no 5,000.00 10,000Rooftop units, ERV unit 2 no 2,500.00 5,000exhaust fans & ventilation 1 sum 6,000.00 6,000cabinet /force flow and unit heater 20 no 750.00 15,000computer hardware, software and programming 1 sum 12,000.00 12,000interface with air port BMS system 1 sum 5,000.00 5,000(Subtotal Full DDC control $53,000 )

TOTAL C14 Controls 7,090 m2 7.48 53,000

TOTAL C1 MECHANICAL 929,610

Page 22 of 35



C2 ELECTRICAL

C21 Service & Distribution

Allowance 7,090 m2 59.50 421,855

TOTAL C21 Service & Distribution 7,090 m2 59.50 421,855

C22 Lighting, Devices & Heating

Allowance 7,090 m2 63.10 447,379

TOTAL C22 Lighting, Devices & Heating 7,090 m2 63.10 447,379

C23 Systems & Ancillaries

Allowance 7,090 m2 20.00 141,800

TOTAL C23 Systems & Ancillaries 7,090 m2 20.00 141,800

TOTAL C2 ELECTRICAL 1,011,034

TOTAL C SERVICES 1,940,644

NET BUILDING COST (EXCLUDING SITE) 7,564,055

Page 23 of 35



D1 SITE WORK

D11 Site Development

Strip and Prepare Site + 14,217 m2 5.00 71,085

Parking area (45 no. parking stalls) - heavy duty asphalt 2,643 m2 50.00 132,150 - light duty asphalt 580 m2 35.00 20,300

Hard and soft landscaping 145 m2 50.00 7,250

Retaining Walls 1.2m high - Includes foundation and footing 92 m 1,200.00 110,400

Ramp (5%) - heavy duty asphalt on concrete base - includes sloping for ramp 678 m2 70.00 47,460

Ramp (1.5%) - heavy asphalt on concrete base - includes sloping for ramp 870 m2 70.00 60,900

Allowance for Hanger Road curb cut and asphalt 1 sum 10,000.00 10,000

Apron Improvements - allowance for connecting into existing 1 sum 25,000.00 25,000

TOTAL D11 Site Development 14,217 m2 34.08 484,545

D12 Mechanical Site Services

Air SideStorm Serviceallowance for modify existing 1 sum 30,000.00 30,000(Subtotal Storm Service $30,000 )

Sanitary Serviceno works(Subtotal Sanitary Service $0 )

Water Serviceconnect to existing on site 1 no 5,000.00 5,000piping 150 m 200.00 30,000hydrant 1 no 4,500.00 4,500no works(Subtotal Water Service $39,500 )

Natural Gas Serviceno works

Page 24 of 35



(Subtotal Natural Gas Service $0 )

Miscellaneousirrigation - NIC(Subtotal Miscellaneous $0 )

Land site serviceStorm Serviceconnect to existing service on site on air side, building drainage 1 no 5,000.00 5,000manholes 5 no 5,000.00 25,000catch basin 10 no 3,500.00 35,000piping, allowance 400 m 300.00 120,000stormceptor 1 no 20,000.00 20,000discharge headwall to ditch -parking and land site 1 no 2,500.00 2,500dry pond 2 no 5,000.00 10,000swale drainage 1 sum 1,500.00 1,500ditch realignment, NIC(Subtotal Storm Service $219,000 )

Sanitary Serviceconnect to existing piping on site 1 no 5,000.00 5,000g p p g , ,piping 20 m 200.00 4,000manhole 1 no 5,000.00 5,000(Subtotal Sanitary Service $14,000 )

Water Serviceconnect to existing on site 1 no 5,000.00 5,000piping 100 m 170.00 17,000hydrant 2 no 4,500.00 9,000(Subtotal Water Service $31,000 )

Natural Gas Serviceconnect to existing on site 1 no 5,000.00 5,000piping 20 m 150.00 3,000gas meter and PRV station, assumed by utility(Subtotal Natural Gas Service $8,000 )

Miscellaneousirrigation - NICrelocation, removal and cap-off existing services 1 sum 20,000.00 20,000(Subtotal Miscellaneous $20,000 )

Area + 14,217 m2

TOTAL D12 Mechanical Site Services 14,217 m2 25.43 361,500

D13 Electrical Site Services

Page 25 of 35



Allowance for electrical site services 1 sum 160,850.00 160,850Area + 14,217 m2

TOTAL D13 Electrical Site Services 14,217 m2 11.31 160,850

TOTAL D1 SITE WORK 1,006,895

Page 26 of 35



D2 ANCILLARY WORK

D21 Demolition

Demolish existing building including some remediation prior to demolition + 6,930 m2 50.00 346,500

TOTAL D21 Demolition 6,930 m2 50.00 346,500

D22 Alterations

TOTAL D22 Alterations 0

TOTAL D2 ANCILLARY WORK 346,500

TOTAL D SITE & ANCILLARY WORK 1,353,395TOTAL D SITE & ANCILLARY WORK 1,353,395

NET BUILDING COST (INCLUDING SITE) 8,917,450

Page 27 of 35



Z1 GENERAL REQUIREMENTS & FEE

Z11 General Requirements

General Requirements - includes insurance (general and wrap-up) and bonding ls 892,000

TOTAL Z11 General Requirements 892,000

Z12 Fee

Fee ls 312,000

TOTAL Z12 Fee 312,000

TOTAL Z1 GENERAL REQUIREMENTS & FEE 1,204,000

TOTAL CONSTRUCTION ESTIMATE EXCLUDING ALLOWANCES 10,121,450

Page 28 of 35



Z2 CONTINGENCIES

Z21 Estimating Contingency

Estimating Contingency ls 709,000

TOTAL Z21 Estimating Contingency 709,000

Z22 Escalation Contingency

Escalation Contingency - Excluded ls 0

TOTAL Z22 Escalation Contingency 0

Z23 Construction Contingency

Construction Contingency - Excluded ls 0

Total Z23 Construction Contingency 0Total Z23 Construction Contingency

TOTAL Z2 CONTINGENCIES 709,000

TOTAL Z GENERAL REQUIREMENTS & CONTINGENCIES 1,913,000

TOTAL BUILDING COST INCLUDING ALLOWANCES 10,830,450

Page 29 of 35



4 AREA SUMMARY

Page 30 of 35

Project: 20749

Nov 20 2013Hamilton Cross Dock Cargo Facility

Enclosed (m2) Void (m

2) GFA (m

2) GFA (sf) Per. (m)

Above Grade

Phase 1

Ground Floor 2,929 0 2,929 31,528 234

Mezzanine 604 0 604 6,501 75

Phase 2

Ground Floor 2,957 0 2,957 31,829 243

Mezzanine 600 0 600 6,458 84

Phase 1 Total 3,533

Phase 2 Total 3,557

Total 7,090 0 7,090 76,316 636

AREA SUMMARY

Area Summary

1 of 1Page 31 of 35



5 DOCUMENTATION

Page 32 of 35

Architectural

Number Name Date Date Received

Site Plan 06-Nov-13 06-Nov-13Floor Plan - Level 1 06-Nov-13 06-Nov-13Exterior Elevations - 12-Nov-13

Structural


Structural Design Brief 06-Nov-13 06-Nov-13

Electrical


Electrical Project Definition Report Nov 25,2013 Nov 25,20133

Mechanical


Mechanical Project Definition Report 22-Nov-13 22-Nov-13

Other Information Civil Design Brief 06-Nov-13 06-Nov-13

Page 33 of 35



6 Risk Management

Project Risk The following are potential risks to be considered for this specific project:

Schedule -Project Schedule -Construction Schedule

Budget -Realistic Budget -Construction Cost Estimates -Design Cost Control

Site Plan Approvals Environmental Assessment Reports – Existing Buildings and site soils Geotechnical Reports – How detailed Hamilton International Airport (HIA) requirements, restrictions on construction, security

requirements, perimeter requirements Timeline for preparation and coordination of detailed Tender documents Local Construction Market – Status Trade Labor materials & Equipment availability Contractor financial status Tender period Budget overrun – Due to higher than anticipated Bid Range Construction – Unforeseen scope changes such as abnormal ground conditions, design/tender

documents coordination, owner driven changes, Design errors etc Review and Validation of changes – Cost Impact Schedule Delays Special Equipment and Pre-Ordering Permit approvals Commissioning Labour Dispute, ie Strike

Mitigate and Control Once the risks have been identified, analyzed and prioritized, the Project Team should develop specific response actions and implement those actions. The focus should be on the greatest risks (most likely to occur and with the greatest impact) first. The Project Team shall consider the manageability of the risks in determining the appropriate response actions. Timing of the risk also needs to be considered in the prioritization of the responses. Early stage risks, such as scope development issues should be dealt with before construction stage risks.

Response Strategies for Threats (listed in order of preference are):

Page 34 of 35



Avoid – involves eliminating either the probability and/or impact.

Reduce – involves mitigating key drivers to reduce the probability and/or impact

Transfer – involves transferring the threat to a competent third party who is better able to manage the risk. (This could be through insurance or contractual transfer)

Accept – no proactive action is to be taken because cost either outweighs benefit or there is already adequate contingency provision that will protect the project objectives.

Response strategies for opportunities (listed in order of preference are):

Exploit – involves taking steps that guarantee the opportunity will arise (e.g. changing specification, scope or supplier)

Share – involves sharing the risk with a third party better able to manage it (perhaps by applying a pain/gain share mechanism)

Enhance – involves increasing the probability and/or impact of key risk drivers

Accept – no proactive action to be taken because cost either outweighs benefit or there is already an adequate contingency provision that will protect the project objectives.

Once the response actions have been agreed, Risk Owners should be identified.

Page 35 of 35

Submitted to: Submitted by: Dan Petrick Domenic Lambo, PQS, LEED® AP, GSC Senior Project Manager Senior Estimator Kasian Architecture Interior Design and Planning Ltd. Bird Construction Group 1555 West Pender Street, Suite 350 5700 Explorer Drive, Suite 400 Vancouver, British Columbia Mississauga, ON V6G 2T1 L4W 0C6 604.631.4562 905.602.4122 Ext. 293 [email protected] [email protected]

CROSS-DOCK CARGO TERMINAL

JOHN C. MUNRO HAMILTON INTERNATIONAL AIRPORT

PRELIMINARY

COST ESTIMATE v 1-2

(PCE v 1-2)

November 26, 2013

BIRD CONSTRUCTION GROUP Variance Report Page 1Hamiton Cross Dock 26/11/2013 10:49 AM

Item Description TotalAmount

13-33 HamiltonCross Dock Facility

- PCE v 1-1 - Nov22-13

13-33 HamiltonCross Dock Facility

- PCE v 1-2 - Nov26-13

Variance

000100 PROJECT SUMMARY 0 0 0

00 0 0 0

01 BLDG00000 CONSULTANTS 75,000 75,000 001000 GENERAL CONDITIONS 1,161,500 920,000 241,50002000 SITEWORK 495,072 495,072 003000 CONCRETE 1,056,795 1,056,795 004000 MASONRY 133,819 133,819 005000 METALS 2,427,625 2,427,625 006000 WOOD & PLASTICS 159,505 159,505 007000 THERMAL & MSTR PROTECTION 560,793 560,793 008000 DOORS AND WINDOWS 443,522 443,522 009000 FINISHES 252,255 252,255 010000 SPECIALTIES 33,876 33,876 011000 EQUIPMENT 628,600 628,600 015000 MECHANICAL 1,042,470 797,470 245,00016000 ELECTRICAL 920,000 895,000 25,000

01 BLDG 9,390,832 8,879,332 511,500

02 EXT. WORK02000 SITEWORK 1,268,009 1,530,372 -262,36303000 CONCRETE 84,425 84,425 0

02 EXT. WORK 1,352,434 1,614,797 -262,363

Total 10,743,266 10,494,129 249,137


JOHN C. MUNRO HAMILTON INTERNATIONAL AIRPORT, ONTARIO

PRELIMINARY COST ESTIMATE v 1-2 (PCE v 1-2) CLASS 5 - NOV 26 2013

Project name Hamiton Cross DockHamitonON

Estimator Domenic Lambo

Labor rate table Hamilton

Equipment rate table Equipment

Job size 77016 SF

Notes CLASS 5 - Preliminary Cost Estimate (PCE) is a cost review ofschematic design documents for the purpose of an order of magnitudeanalysis. This PCE carries an accuracy of approximately +20 % to -15%.

TABLE OF CONTENTS;

- PCE v 1-2 - Variance Report

- PCE v 1-2 - Estimate Summary

- PCE v 1-2 - Detail Estimate

- APPENDIX A

Please review Appendix A, it references our:

1) Scope 2) Cost Considerations 3) Allowances and Assumptions 4) Documentation

- APPENDIX B

Preliminary Construction Schedule

Report format Sorted by 'Loc 1/Group phase/Phase''Group phase' summaryPrint sort level notes

BIRD CONSTRUCTION

77,016 SF / Page 1

Z:\Closesheets\Closing Sheets - 2013\13-33 Hamilton Cross Dock\Timberline PRINTED: 26/11/2013 10:43 AM




DRESCIRPTION Total Cost/Unit Total Amount Notes

00 00 0100 PROJECT SUMMARY /M2 00100 PROJECT SUMMARY

00 /M2 0

01 BLDG 01 BLDG 00000 PRECONSTRUCTION 10.48 /M2 75,000 Preconstruction Staff Costs00000 PRECONSTRUCTION01000 GENERAL CONDITIONS 128.58 /M2 920,00001000 GENERAL CONDITIONS02000 SITEWORK 69.19 /M2 495,07202000 SITEWORK03000 CONCRETE 147.70 /M2 1,056,79503000 CONCRETE04000 MASONRY 18.70 /M2 133,81904000 MASONRY05000 METALS 339.29 /M2 2,427,62505000 METALS06000 WOOD & PLASTICS 22.29 /M2 159,50506000 WOOD & PLASTICS07000 THERMAL & MSTR PROTECTION 78.38 /M2 560,79307000 THERMAL & MSTR PROTECTION08000 DOORS AND WINDOWS 61.99 /M2 443,52208000 DOORS AND WINDOWS09000 FINISHES 35.26 /M2 252,25509000 FINISHES10000 SPECIALTIES 4.74 /M2 33,87610000 SPECIALTIES11000 EQUIPMENT 87.86 /M2 628,60011000 EQUIPMENT15000 MECHANICAL 111.46 /M2 797,47015000 MECHANICAL16000 ELECTRICAL 125.09 /M2 895,00016000 ELECTRICAL

01 BLDG 1,241.00 /M2 8,879,332

02 EXT. WORK 02 EXT. WORK 02000 SITEWORK 213.89 /M2 1,530,37202000 SITEWORK03000 CONCRETE 11.80 /M2 84,42503000 CONCRETE

02 EXT. WORK 225.69 /M2 1,614,797

Estimate Totals

Description Amount Totals Rate Cost per UnitCONSTRUCTION HARD COST 10,494,130 10,494,130 136.26 /SF

Insurance GL+BR 128,556 10.00 $ / 1,000 1.67 /SF

Inse - Wrap-Up by Owner

Bond > 15M 50/50 1yr Maint 88,833 1.15 /SF

Phasing Costs for Subs Work 100,000 1.30 /SF

CM Fee (on Constr Hard Cost) 367,295 3.50 % 4.77 /SF

684,684 11,178,814 145.15 /SF

Design/Constr. Contingency 558,941 5.00 % 7.26 /SF

All Consultant Fees + Inspect. 894,305 8.00 % 11.61 /SF

Other Indirects/Legal/Permits 223,576 2.00 % 2.90 /SF

SOFT COSTS 1,676,822 12,855,636 166.92 /SF

Total 12,855,636 166.92 /SF

BIRD CONSTRUCTION

77,016 SF / Page 2





Project name Hamiton Cross DockHamitonON

Estimator Domenic Lambo

Labor rate table Hamilton

Equipment rate table Equipment

Job size 77016 SF

Notes CLASS 5 - Preliminary Cost Estimate (PCE) is a cost review ofschematic design documents for the purpose of an order of magnitudeanalysis. This PCE carries an accuracy of approximately +20 % to-15%.

TABLE OF CONTENTS;

- PCE v 1-2 - Variance Report

- PCE v 1-2 - Estimate Summary

- PCE v 1-2 - Detail Estimate

- APPENDIX A

Please review Appendix A, it references our:

1) Scope 2) Cost Considerations 3) Allowances and Assumptions 4) Documentation

- APPENDIX B

Preliminary Construction Schedule

Report format Sorted by 'Loc 1/Group phase/Phase''Detail' summaryCombine itemsPrint sort level notes

BIRD CONSTRUCTION

77,016 SF / Page 1


CROSS-DOCK CARGO TERMINALJOHN C. MUNRO HAMILTON INTERNATIONAL AIRPORT, ONTARIO


DRESCIRPTION Takeoff Quantity Total Cost/Unit Total Amount Notes

00 00 0100 PROJECT SUMMARY0100 PROJECT SUMMARY

0101 GFA0101 GFAGround Floor 6,035.00 M2 /M2 0

Mezzanines 1,120.00 M2 /M2 0

TOTAL GFA 7,155.00 M2 /M2 0

OTHER BLDG AREAS; . /. 0

Existing Building to be Demolished 6,709.00 M2 /M2 0

GFA /M2 00105 DRAWINGS, SPECS, REPORTS0105 DRAWINGS, SPECS, REPORTS

Refer to Appendix A . /. 0

DRAWINGS, SPECS, REPORTS /M2 00110 EXCLUSIONS0110 EXCLUSIONS

All Development Fees . /. 0

Removal Hazardous &/or Contaminants . /. 0

Work Outside Scop of Work Limits, U.N.O. . /. 0

All Legal Fees, U.N.O . /. 0

All Permits and Fees, U.N.O. . /. 0

Building Permits and Fee, U.N.O. . /. 0

Furniture Fittment & Equipment (F F & E) . /. 0

Inspections & Testing Fees, U.N.O. . /. 0

Insurance Wrap-Up . /. 0

Removal of Underground Services . /. 0

Exterior / Airport Lighting . /. 0

Interior partitions except for walls at grid

lines 2, 14 , around stairs, at mezzanine

perimeters and washroom locations

. /. 0

Painting of walls and ceilings, except for

perim walls in mezzanine spaces

. /. 0

Super flat floors (FF 40-45 floor flatness

included - typical warehouse with storage

racks)

. /. 0

Millwork . /. 0

Site Security / Commissionaire Costs . /. 0

Air Site Construction Requirements . /. 0

Material handling components except for

cooling rooms and loading docks

. /. 0

EXCLUSIONS /M2 0

PROJECT SUMMARY 7,155.00 M2 /M2 0

00 7,155.00 M2 /M2 0

01 BLDG 01 BLDG 00000 PRECONSTRUCTION00000 PRECONSTRUCTION

00850 CONSTRUCTION MANAGEMENT00850 CONSTRUCTION MANAGEMENTConstruction Management Services 3.00 MOS 25,000.00 /MOS 75,000

CONSTRUCTION MANAGEMENT /M2 75,000

PRECONSTRUCTION 7,155.00 M2 10.48 /M2 75,000 Preconstruction StaffCosts

01000 GENERAL CONDITIONS01000 GENERAL CONDITIONS01001 GENERAL CONDITIONS01001 GENERAL CONDITIONS

BIRD CONSTRUCTION

77,016 SF / Page 2





01001 GENERAL CONDITIONS01001 GENERAL CONDITIONSGeneral Conditions 11.50 MOS 80,000.00 /MOS 920,000

GENERAL CONDITIONS /M2 920,000

GENERAL CONDITIONS 7,155.00 M2 128.58 /M2 920,000

02000 SITEWORK02000 SITEWORK02240 DEWATERING SYSTEM02240 DEWATERING SYSTEM

Allowance for pumps 1.00 LS 20,000.00 /LS 20,000

DEWATERING SYSTEM /M2 20,00002315 EXCAVATION BUILDING02315 EXCAVATION BUILDING

Detail Excav - Strip Ftgs 2,878.30 M3 25.00 /M3 71,958

Detail Excav - Pad Ftgs 5,254.40 M3 25.00 /M3 131,360

EXCAVATION BUILDING /M2 203,31802324 BACKFILL BUILDING02324 BACKFILL BUILDING

Fill U/SOG w/ 150mm Gran A 995.50 M3 45.90 /M3 45,693

B/F to underside of perim fdn walls andpad ftgs w/ Gran B

2,842.40 M3 34.80 /M3 98,916

B/F perim fdn walls and pad ftgs w/ nativematerial (from -1200 to grade)

5,734.30 M3 20.00 /M3 114,686

BACKFILL BUILDING /M2 259,29502620 FOUNDATION DRAINAGE02620 FOUNDATION DRAINAGE

Weeping Tile around Bldg 356.00 M 35.00 /M 12,460

FOUNDATION DRAINAGE /M2 12,460

SITEWORK 7,155.00 M2 69.19 /M2 495,072

03000 CONCRETE03000 CONCRETE03100 CONCRETE FORMWORK BLDG03100 CONCRETE FORMWORK BLDG

Column Footings 184.00 M2 175.00 /M2 32,200

Wall Footings 215.00 M2 175.00 /M2 37,625

Foundation Walls 1,242.00 M2 175.00 /M2 217,350

Piers 165.00 M2 175.00 /M2 28,875

CONCRETE FORMWORK BLDG /M2 316,05003101 CONCRETE PLACE BLDG03101 CONCRETE PLACE BLDG

Column Footings 86.00 M3 50.00 /M3 4,300

Strip Footings 70.00 M3 50.00 /M3 3,500

200mm SOG 1,207.00 M3 50.00 /M3 60,350

SOD Above Grade 128.00 M3 50.00 /M3 6,400

Fdn Walls 155.00 M3 50.00 /M3 7,750

Piers 25.00 M3 50.00 /M3 1,250

CONCRETE PLACE BLDG /M2 83,55003102 CONCRETE FINISH BLDG03102 CONCRETE FINISH BLDG

Finish SOG - Floor Flatness FF40-45 6,035.00 M2 11.40 /M2 68,799 for FF50-FF100, add$2.50-$3.50/SF

Trowel SOD Above 1,120.00 M2 11.40 /M2 12,768

Cure & Seal 3,555.00 M2 1.90 /M2 6,755

Cure & Seal 3,600.00 M2 1.90 /M2 6,840

Hardener 3,555.00 M2 3.80 /M2 13,509

Hardener 3,600.00 M2 3.80 /M2 13,680

Sawcut+Fill 7,155.00 M2 4.75 /M2 33,986

CONCRETE FINISH BLDG /M2 156,33703105 CONCRETE BLDG MISC03105 CONCRETE BLDG MISC

Mech & Elect Housekeeping Pads/Curbs 1.00 LS 10,000.00 /LS 10,000

Bollard Footings 102.00 EA 150.00 /EA 15,300

Fill Bollards 102.00 EA 100.00 /EA 10,200

Concrete Filled steel pans @ stairs 128.00 EA 150.00 /EA 19,200

Poly V/B u/SOG 6,920.00 M2 3.00 /M2 20,760

BIRD CONSTRUCTION

77,016 SF / Page 3





03105 CONCRETE BLDG MISC03105 CONCRETE BLDG MISCMisc Embeds 2.00 LS 5,000.00 /LS 10,000

Concrete Encasement of all Int Col2000mm AFF

29.00 EA 600.00 /EA 17,400

CONCRETE BLDG MISC /M2 102,86003210 REINFORCING STEEL03210 REINFORCING STEEL

Column Footings (@50Kg/m3) 4,300.00 KG 2.20 /KG 9,460

Strip Footings (@50Kg/m3) 3,500.00 KG 2.20 /KG 7,700

Foundation Walls (@145Kg/m3) 22,475.00 KG 2.20 /KG 49,445

SOG at Loading Dock area (15M@300OCT&B = 60Kg/m3)

13,920.00 KG 2.20 /KG 30,624

Piers (@110Kg/m3) 2,750.00 KG 2.20 /KG 6,050

REINFORCING STEEL /M2 103,27903310 CONCRETE SUPPLY BUILDING03310 CONCRETE SUPPLY BUILDING

25 MPa - Foundations 181.00 M3 135.00 /M3 24,435

25 MPa - SOD 128.00 M3 135.00 /M3 17,280

32 MPa Class C-2 SOG 1,207.00 M3 140.00 /M3 168,980

35 MPa Class C-1 Fdn Walls 155.00 M3 150.00 /M3 23,250

Premium - Superplasticizer 1,335.00 M3 15.00 /M3 20,025

Premium - Polyfibres 1,335.00 M3 12.96 /M3 17,302

Premium - Environmental 1,733.00 M3 6.00 /M3 10,398

Material Waste 87.00 M3 150.00 /M3 13,050

CONCRETE SUPPLY BUILDING /M2 294,720

CONCRETE 7,155.00 M2 147.70 /M2 1,056,795

04000 MASONRY04000 MASONRY04010 MASONRY04010 MASONRY

190mm CMUs Walls (Office/Cargo + Stairs) 549.00 M2 243.75 /M2 133,819

MASONRY /M2 133,819

MASONRY 7,155.00 M2 18.70 /M2 133,819

05000 METALS05000 METALS05120 STRUCTURAL STEEL05120 STRUCTURAL STEEL

Structural Steel - Main Building 355.00 MT 3,700.00 /MT 1,313,500

Structural Steel - Canopies (Galvanized) 41.00 MT 4,500.00 /MT 184,500

Structural Steel - Secondary Connections5% (HVAC etc.)

20.00 MT 3,700.00 /MT 74,000

Connections, plates, bolts, etc 10% 40.00 MT 3,700.00 /MT 148,000

Deduct Work above included by MUROX 2.00 LS /LS -1,720,000

Structural Steel+Metal Deck+Wall Panels,

by MUROX

1.00 LS 2,052,000.00 /LS 2,052,000 If bay size is 10m x 16m,

the bldg height can be

reduced; estimated saving =

$70,000-$100,000

STRUCTURAL STEEL /M2 2,052,00005310 METAL DECK05310 METAL DECK

Roof Metal Deck 2,995.00 M2 32.50 /M2 97,338

Roof Metal Deck 3,040.00 M2 32.50 /M2 98,800

Canopy Metal Deck 700.00 M2 32.50 /M2 22,750

Floor Metal Deck 1,120.00 M2 30.00 /M2 33,600

Deduct Work above included by MUROX 1.00 LS /LS -126,163


METAL DECK /M2 005500 METAL FABRICATIONS05500 METAL FABRICATIONS

Exterior Grating Platforms c/w stairs andrails

11.00 EA 5,820.00 /EA 64,020

BIRD CONSTRUCTION

77,016 SF / Page 4





05500 METAL FABRICATIONS05500 METAL FABRICATIONSSteel metal pan stairs c/w rails 64.00 RSR 679.00 /RSR 43,456

HSS Square m 64.00 RSR 679.00 /RSR 43,456

Interior Bollards at OH Doors 86.00 EA 727.50 /EA 62,565

Exterior Bollards at OH Doors 16.00 EA 873.00 /EA 13,968

Loading Dock Angles 16.00 EA 2,910.00 /EA 46,560

OH Door Frames 28.00 EA 2,910.00 /EA 81,480

Misc Angles and pit covers 1.00 LS 5,000.00 /LS 5,000

METAL FABRICATIONS /M2 360,50505800 EXPANSION JOINT05800 EXPANSION JOINT

Expansion joints 84.00 M 180.00 /M 15,120

EXPANSION JOINT /M2 15,120

METALS 7,155.00 M2 339.29 /M2 2,427,625

06000 WOOD & PLASTICS06000 WOOD & PLASTICS06100 WOOD BLOCKING INTERIOR06100 WOOD BLOCKING INTERIOR

20 Plywd Srvce Bckbrds G1S 76.80 M2 56.42 /M2 4,333

WOOD BLOCKING INTERIOR /M2 4,33306105 WOOD BLOCKING ROOF06105 WOOD BLOCKING ROOF

Roof Wood Blocking and Misc Carpentry 6,035.00 M2 3.50 /M2 21,123

WOOD BLOCKING ROOF /M2 21,12306115 FENCING TEMPORARY06115 FENCING TEMPORARY

Temporary Hoarding/ Fencing 632.00 M 60.00 /M 37,920

2.4 x 6.0 (8'0x20'0) Chain Link Gate RentalSetup

2.00 EA 1,040.23 /EA 2,080

Poly tarp to fence 1,517.00 M2 16.53 /M2 25,072

Fence Maintenance 50.00 WKS 547.18 /WKS 27,359

Fence Remove & Dispose 2 1.00 LS 6,044.00 /LS 6,044

FENCING TEMPORARY /M2 98,47506125 CONSTRUCTION TEMP ACCESSORIES06125 CONSTRUCTION TEMP ACCESSORIES

Scaffolding Stair Erect/Level 2.00 EA 1,466.38 /EA 2,933

Scaffolding Stair Dismantle/Level 2.00 EA 789.59 /EA 1,579

Scaffolding Stair Rental Monthly/Level 8.00 MOS 150.00 /MOS 1,200

Scaffolding Stair Cartage 2.00 EA 1,200.00 /EA 2,400

Scaffolding Stair Engineering/Drawing 2.00 EA 1,200.00 /EA 2,400

Scaffolding Stair Maintenance 35.00 WKS 65.27 /WKS 2,285

CONSTRUCTION TEMP ACCESSORIES /M2 12,79606190 STAIRS & LADDER TEMPORARY06190 STAIRS & LADDER TEMPORARY

Safety Rails 452.00 M 24.95 /M 11,277

STAIRS & LADDER TEMPORARY /M2 11,27706220 MILLWORK06220 MILLWORK

WR Vanities - Solid Surface 9.20 M 1,250.00 /M 11,500

MILLWORK /M2 11,500

WOOD & PLASTICS 7,155.00 M2 22.29 /M2 159,505

07000 THERMAL & MSTR PROTECTION07000 THERMAL & MSTR PROTECTION07110 DAMPROOFING07110 DAMPROOFING

Dampproofing 839.00 M2 25.00 /M2 20,975

DAMPROOFING /M2 20,97507210 INSULATION BUILDING07210 INSULATION BUILDING

50mm x 600-600mm Perimeter RigidInsulation

430.00 M2 35.00 /M2 15,050

INSULATION BUILDING /M2 15,05007410 METAL ROOF & WALL PANELS07410 METAL ROOF & WALL PANELS

Insulated Metal Wall Panels 3,854.00 M2 100.00 /M2 385,400


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07530 ROOFING07530 ROOFINGEPDM Roofing (VB, ins, EPDM, ballast) 6,035.00 M2 64.50 /M2 389,258 R30, 15yr warranty

Flashing 368.00 M 49.20 /M 18,106

EPDM Roofing and Flashing - Canopies 700.00 M2 48.50 /M2 33,950

ROOFING /M2 441,31307810 FIREPROOFING SPRAYED07810 FIREPROOFING SPRAYED

Fireproofing U/S office Deck 1,120.00 M2 22.50 /M2 25,200

FIREPROOFING SPRAYED /M2 25,20007820 FIREPROOFING INTUMESCENT07820 FIREPROOFING INTUMESCENT

FP Intum Paint to columns supportingmezzanine

204.00 M2 64.60 /M2 13,178

FIREPROOFING INTUMESCENT /M2 13,17807840 FIRESTOPPING & SMOKESEALING07840 FIRESTOPPING & SMOKESEALING

Firestopping 7,155.00 M2 4.30 /M2 30,767

FIRESTOPPING & SMOKESEALING /M2 30,76707920 SEALANTS & CAULKING07920 SEALANTS & CAULKING

Sealants & Caulking 7,155.00 M2 2.00 /M2 14,310

SEALANTS & CAULKING /M2 14,310

THERMAL & MSTR PROTECTION 7,155.00 M2 78.38 /M2 560,793

08000 DOORS AND WINDOWS08000 DOORS AND WINDOWS08110 DOORS & FRAMES STEEL08110 DOORS & FRAMES STEEL

Supply HM Doors and Frames - Exterior -

included by MUROX

5.00 EA 0.00 /EA 0

Supply HM Doors and Frames - Interior 11.00 EA 500.00 /EA 5,500

Supply HM Doors and Frames - Exterior -

included by MUROX

5.00 EA 0.00 /EA 0

Supply HM Doors and Frames - Interior 13.00 EA 500.00 /EA 6,500

Install HM Doors and Frames 11.00 EA 250.00 /EA 2,750

Install HM Doors and Frames 13.00 EA 250.00 /EA 3,250

DOORS & FRAMES STEEL /M2 18,00008360 DOORS OVERHEAD08360 DOORS OVERHEAD

Int OH Door to Documentation Rm 2.00 EA 4,500.00 /EA 9,000

Heavy Duty Insul Metal High Lift (4876w x4260h)

2.00 EA 5,000.00 /EA 10,000

Heavy Duty Insul Metal High Lift (4876w x4260h)

2.00 EA 5,000.00 /EA 10,000

High Speed Insulated Metal Rollup Drs3050w x 3050h

2.00 EA 23,000.00 /EA 46,000

High Speed Insulated Metal Rollup Drs3050w x 3050h

4.00 EA 23,000.00 /EA 92,000

Heavy Duty Insul Metal High Lift c/wbumpers 2440 w x 2743h

8.00 EA 2,900.00 /EA 23,200

Heavy Duty Insul Metal High Lift c/wbumpers 2440 w x 2743h

8.00 EA 2,900.00 /EA 23,200

Sectional OH Doors 3050wx3660h 2.00 EA 6,500.00 /EA 13,000

Ins Metal Roll up Dr 3150x4160 2.00 EA 10,000.00 /EA 20,000

DOORS OVERHEAD /M2 246,40008480 ALUMINUM ENTRANCES08480 ALUMINUM ENTRANCES

Aluminum Entrance Doors 1.00 EA 2,500.00 /EA 2,500

Aluminum Entrance Doors 1.00 EA 2,500.00 /EA 2,500

ALUMINUM ENTRANCES /M2 5,00008520 WINDOWS ALUMINUM08520 WINDOWS ALUMINUM

Aluminum Windows TranslucentComposite Wall

24.40 M2 591.80 /M2 14,440 Kalwall System to Doors

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08520 WINDOWS ALUMINUM08520 WINDOWS ALUMINUMAluminum Windows TranslucentComposite Wall

24.40 M2 591.80 /M2 14,440 b/w Grid 7-9

Alum Strip Windows 131.00 M2 645.60 /M2 84,574

WINDOWS ALUMINUM /M2 99,01408710 HARDWARE FINISH08710 HARDWARE FINISH

Supply Finish Hardware 16.00 EA 800.00 /EA 12,800

Supply Finish Hardware 18.00 EA 800.00 /EA 14,400

HARDWARE FINISH /M2 27,20008900 CURTAINWALL08900 CURTAINWALL

Curtainwall 68.50 M2 699.40 /M2 47,909

CURTAINWALL /M2 47,909

DOORS AND WINDOWS 7,155.00 M2 61.99 /M2 443,522

09000 FINISHES09000 FINISHES09250 GYPSUM BOARD09250 GYPSUM BOARD

P01 Partition - GF Documentation 437.00 M2 120.00 /M2 52,440

P02 Partition - Mezzanine Office 954.00 M2 110.00 /M2 104,940

GYPSUM BOARD /M2 157,38009310 TILE09310 TILE

Tile m2 70.00 M2 180.00 /M2 12,600

TILE /M2 12,60009510 CEILINGS ACOUSTIC09510 CEILINGS ACOUSTIC

Suspended Ceilings at Office 560.00 M2 45.00 /M2 25,200

Suspended Ceilings at Office 560.00 M2 45.00 /M2 25,200

CEILINGS ACOUSTIC /M2 50,40009910 FINISHES PAINTING09910 FINISHES PAINTING

PT Doors 1 24.00 EA 65.00 /EA 1,560

PT Doors Frames Single 1 24.00 EA 100.00 /EA 2,400

PW01 PT Walls 2,782.00 M2 6.50 /M2 18,083

Misc Painting 3,555.00 M2 1.37 /M2 4,886

Misc Painting 3,600.00 M2 1.37 /M2 4,946

FINISHES PAINTING /M2 31,875

FINISHES 7,155.00 M2 35.26 /M2 252,255

10000 SPECIALTIES10000 SPECIALTIES10165 TOILET PARTITIONS10165 TOILET PARTITIONS

Toilet Partitions PLam ea 6.00 EA 1,269.94 /EA 7,620

TOILET PARTITIONS /M2 7,62010605 PARTITIONS WIRE MESH10605 PARTITIONS WIRE MESH

Partitions Wire Mesh m2 (assumingH=2.4m)

144.00 M2 161.50 /M2 23,256

PARTITIONS WIRE MESH /M2 23,25610810 WASHROOM ACCESSORIES10810 WASHROOM ACCESSORIES

Washroom Accessories 6.00 EA 500.00 /EA 3,000

WASHROOM ACCESSORIES /M2 3,000

SPECIALTIES 7,155.00 M2 4.74 /M2 33,876

11000 EQUIPMENT11000 EQUIPMENT11160 LOADING DOCK EQUIPMENT11160 LOADING DOCK EQUIPMENT

Loading Dock Leveller ea 8.00 EA 9,080.00 /EA 72,640

Loading Dock Leveller ea 8.00 EA 9,080.00 /EA 72,640

Loading Dock Seal 8.00 EA 1,785.00 /EA 14,280

Loading Dock Seal 8.00 EA 1,785.00 /EA 14,280

LD Wheel Chocks c/w Safety Chain & Sign 8.00 EA 3,635.00 /EA 29,080

LD Wheel Chocks c/w Safety Chain & Sign 8.00 EA 3,635.00 /EA 29,080

Loading Dock Lights 10.00 EA 815.00 /EA 8,150

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11160 LOADING DOCK EQUIPMENT11160 LOADING DOCK EQUIPMENTLoading Dock Lights 10.00 EA 815.00 /EA 8,150

Loading Dock Bumpers 10.00 EA 315.00 /EA 3,150

Loading Dock Bumpers 10.00 EA 315.00 /EA 3,150

LOADING DOCK EQUIPMENT /M2 254,60011405 COLD ROOMS/STORAGE11405 COLD ROOMS/STORAGE

8m x 6m (3.6m H) Freezer Room, Forklift

accessible

48.00 M2 2,625.00 /M2 126,000

12.7m x 10m (3.6m H) Cooler, Forklift

accessible

127.00 M2 905.51 /M2 115,000

10m x 3.5m (3.6m H; 4 Compartments)

Coolers, Pedestrian accessible

140.00 M2 950.00 /M2 133,000

COLD ROOMS/STORAGE /M2 374,000

EQUIPMENT 7,155.00 M2 87.86 /M2 628,600

15000 MECHANICAL15000 MECHANICAL15050 MECHANICAL15050 MECHANICAL

Plumbing piping, fixtures and gas piping 7,155.00 M2 30.75 /M2 220,000

Air curtains including boiler plant and

associated piping and controls

NIC /NIC 0 Separate Price = $270,000

HVAC equipment 7,155.00 M2 24.46 /M2 175,000

HVAC distribution (ductwork, unit heater

venting etc.)

7,155.00 M2 12.58 /M2 90,000

Controls 7,155.00 M2 6.29 /M2 45,000

Others (gas piping, balancing, misc.) 7,155.00 M2 10.48 /M2 75,000

Sprinklers 7,155.00 M2 26.90 /M2 192,470 Wet system for normalhazard conditions; waterpressure assumedadequate, no fire pump

MECHANICAL /M2 797,470

MECHANICAL 7,155.00 M2 111.46 /M2 797,470

16000 ELECTRICAL16000 ELECTRICAL16050 ELECTRICAL16050 ELECTRICAL

Power and distribution (including high

voltage)

7,155.00 M2 58.70 /M2 420,000

Lighting (fixtures and wiring) 7,155.00 M2 30.75 /M2 220,000

Backup Power Wiring 7,155.00 M2 3.49 /M2 25,000

200 kW Generator 1.00 LS 125,000.00 /LS 125,000

Others (Fire alarm, empty conduit systems,

misc.)

7,155.00 M2 11.88 /M2 85,000

Exterior parking light masts 1.00 LS 20,000.00 /LS 20,000 Allowance, pending design

information

Incoming High Voltage Feeder NIC /NIC 0 Refer to M&E u/g site

services

ELECTRICAL /M2 895,000

ELECTRICAL 7,155.00 M2 125.09 /M2 895,000

01 BLDG 7,155.00 M2 1,241.00 /M2 8,879,332

02 EXT. WORK 02 EXT. WORK 02000 SITEWORK02000 SITEWORK

02225 DEMOLITION BUILDING02225 DEMOLITION BUILDINGDemolish Existing Building - Peninsular 4,338.00 M2 21.40 /M2 92,833

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02225 DEMOLITION BUILDING02225 DEMOLITION BUILDINGRmv Asbestos containing cladding atPeninsular BLDG

1.00 LS 60,000.00 /LS 60,000

Demolish Existing Building - Cargo Jet 2,371.00 M2 21.40 /M2 50,739

DEMOLITION BUILDING /M2 203,57302315 EXCAVATION BUILDING02315 EXCAVATION BUILDING

Strip soil under SOG 1,810.50 M3 20.00 /M3 36,210

EXCAVATION BUILDING /M2 36,21002316 EXCAVATION SITE02316 EXCAVATION SITE

Excavate Existing Paving / Soil 6,668.00 M3 20.00 /M3 133,360

Excavate Site - Loading Dock Ramp 2,856.00 M3 20.00 /M3 57,120

Detail Excav (Strip Ftgs @ Ramps) 1,160.00 M3 25.00 /M3 29,000

EXCAVATION SITE /M2 219,48002324 BACKFILL BUILDING02324 BACKFILL BUILDING

Raise Subgrade Granular B 1,958.00 M3 34.80 /M3 68,138

BACKFILL BUILDING /M2 68,13802325 BACKFILL SITE02325 BACKFILL SITE

B/f Ftgs (Retaining Walls @ Ramps) -Gran. B

1,155.00 M3 34.80 /M3 40,194

B/f Demolished Bld fdns - Ntv Matl (1.2mdeep)

4,530.90 M3 18.00 /M3 81,556

BACKFILL SITE /M2 121,75002500 MECH AND ELECTRICAL SITE SERVICES02500 MECH AND ELECTRICAL SITE SERVICES

Mechanical and Electrical Site Services &Connections Allowance

1.00 LS 300,000.00 /LS 300,000 ALLOWANCE

MECH AND ELECTRICAL SITESERVICES

/M2 300,000

02740 ASPHALT PAVING02740 ASPHALT PAVINGAsphalt Paving Heavy Duty (450 Gr. B, 150Gr. A, 40 HL8 base, 40 HL4 base, 40 HL4surface)

3,022.00 M2 45.50 /M2 137,501

ASPHALT PAVING /M2 137,50102750 CONCRETE PAVING & CURBS02750 CONCRETE PAVING & CURBS

Concrete Paving 380mm 3,155.00 M2 102.00 /M2 321,810

B/F to Concrete Apron 150 Gran A base 474.00 M3 45.00 /M3 21,330

B/F to Concrete Apron 250mm Gran BSubbase

789.00 M3 40.00 /M3 31,560

CONCRETE PAVING & CURBS /M2 374,70002770 CONCRETE CURBS & GUTTERS02770 CONCRETE CURBS & GUTTERS

Concrete Curbs 368.00 M 65.00 /M 23,920

CONCRETE CURBS & GUTTERS /M2 23,92002775 SIDEWALKS02775 SIDEWALKS

Sidewalks m2 85.00 M2 60.00 /M2 5,100

SIDEWALKS /M2 5,10002900 LANDSCAPING02900 LANDSCAPING

Landscaping Allowance (See MMM Report,4.1.6)

1.00 LS 40,000.00 /LS 40,000

LANDSCAPING /M2 40,000

SITEWORK 7,155.00 M2 213.89 /M2 1,530,372

03000 CONCRETE03000 CONCRETE03105 CONCRETE BLDG MISC03105 CONCRETE BLDG MISC

Elect Housekeeping Pads - Exterior u/Genset

1.00 LS 10,000.00 /LS 10,000

CONCRETE BLDG MISC /M2 10,000

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03109 CONCRETE FORMWORK SITE03109 CONCRETE FORMWORK SITEWall Footings 56.00 M2 175.00 /M2 9,800

Retaining Walls 220.00 M2 175.00 /M2 38,500

CONCRETE FORMWORK SITE /M2 48,30003110 CONCRETE PLACE SITE03110 CONCRETE PLACE SITE

Retaining Wall Footings 31.00 M3 50.00 /M3 1,550

Retaining Walls 31.00 M3 50.00 /M3 1,550

CONCRETE PLACE SITE /M2 3,10003210 REINFORCING STEEL03210 REINFORCING STEEL

Strip Footings (@50Kg/m3) 1,550.00 KG 2.20 /KG 3,410

Foundation Walls (@145Kg/m3) 4,900.00 KG 2.20 /KG 10,780

REINFORCING STEEL /M2 14,19003310 CONCRETE SUPPLY BUILDING03310 CONCRETE SUPPLY BUILDING

25 MPa - Foundations 31.00 M3 135.00 /M3 4,185

35 MPa Class C-1 Fdn Walls 31.00 M3 150.00 /M3 4,650

CONCRETE SUPPLY BUILDING /M2 8,835 CONCRETE 7,155.00 M2 11.80 /M2 84,425

02 EXT. WORK 7,155.00 M2 225.69 /M2 1,614,797

Estimate Totals

Description Amount Totals Rate Cost per UnitCONSTRUCTION HARD COST 10,494,130 10,494,130 136.26 /SF

Insurance GL+BR 128,556 10.00 $ / 1,000 1.67 /SF

Inse - Wrap-Up by Owner

Bond > 15M 50/50 1yr Maint 88,833 1.15 /SF

Phasing Costs for Subs Work 100,000 1.30 /SF

CM Fee (on Constr Hard Cost) 367,295 3.50 % 4.77 /SF

684,684 11,178,814 145.15 /SF

Design/Constr. Contingency 558,941 5.00 % 7.26 /SF

All Consultant Fees + Inspect. 894,305 8.00 % 11.61 /SF

Other Indirects/Legal/Permits 223,576 2.00 % 2.90 /SF

SOFT COSTS 1,676,822 12,855,636 166.92 /SF

Total 12,855,636 166.92 /SF

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CROSS-DOCK CARGO TERMINAL JOHN C. MUNRO HAMILTON INTERNATIONAL AIRPORT, ON

Preliminary Cost Estimate v 1-2 (PCE v 1-2) November 26 2013 Class 5

APPENDIX A

Page 1 of 5

ST. JOHN’S HALIFAX SAINT JOHN WABUSH MONTREAL TORONTO WINNIPEG CALGARY EDMONTON VANCOUVER

1.1 Purpose: The Preliminary Cost Estimate for the development work is intended to

provide a realistic allocation of direct construction costs and, therefore, a framework for design cost control for the proposed new building construction.

1.2 Method: From the information provided, and based on a CCA5 or CCDC 5B

Construction Management form of contract for this project in Hamilton, Ontario components are measured and quantified; priced at rates relative to the current market. When this is not possible, composite and elemental prices and allowances are developed and established for the various items of work.

1.3 Specification: For building components and systems, quality standards are established

based on the documentation provided and standards generally accepted in the industry for projects of this type.

2.1 Cost Base: All costs are estimated for a competitive bid process and based on a

construction management form of contract. The costs indicated represent a reasonable market price for the work involved.

2.2 Unit Rates: The unit rates used in the detailed cost estimate include for labour and

material, equipment, subcontractors’ overheads and profit and are for budgeting purposes only, not for additional work or deletions.

2.3 Other Considerations:

.1 Contingencies: a) Design/Construction included at 5%

.2 Cost escalation based on a quarter 01 start in 2014

.3 Taxes: a) Ontario Provincial Tax is excluded b) G.S.T. is excluded c) HST is excluded

.4 Refer to detailed cost estimate 00 General Info

2.4 Exclusions: Refer to detailed cost estimate 00 General Info 0110 Exclusions.

1.0 SCOPE

2.0 COST CONSIDERATIONS



APPENDIX A

Page 2 of 5


3.1 Refer to the following list to ascertain scope of work assumptions;

.1 A cash allowance of $300,000 has been included under Section 02500 to account for mechanical, electrical site services and connection fees.

.2 The mechanical system includes basic plumbing/drainage.

.3 Natural gas system is based on 5 PSI operating pressure. Schedule 40 carbon steel piping with screwed fittings for 2” and smaller and welded fittings for larger than 2”. Pressure regulators as required for the equipment included in this proposal.

.4 The HVAC system includes the following;

Mezzanine Office Areas: • Packaged, single zone roof top HVAC units with natural gas fired heating and electric DX cooling. Units mounted on standard factory supplied roof curbs. Total combined maximum cooling capacity provided for the two mezzanine areas to be 30 tons. • Main branch supply air duct work only extending across each mezzanine office area with the ceiling space used as a return air plenum. All diffusers, grilles and associated ducting takeoffs to be part of the Tenant Improvement Work and are not included in this budget. • Local exhaust fans in the washrooms and service rooms with ducting to the exterior.

Cargo Warehouse Areas: • (2) 6,000 CFM, indirect gas fired make up air units (MUA) equipped with energy recovery wheels. MUA units to be heating only type. • Spiral supply and return air duct work from the MUA units extending to the perimeter edges of the warehouse space to ensure uniform ventilation air distribution. • Open ended return air plenum at a high level at the MUA units. • Gas fired unit heaters for primary heat. • Local exhaust fans in the washrooms and service rooms with ducting to the exterior. • (32) Reversible industrial paddle fans with local speed controls for air destratification.

Controls: • Complete Building Automation System (BAS) for all HVAC and heating equipment. • Connection to existing airport BAS system by others.

3.0 ALLOWANCES AND ASSUMPTIONS



APPENDIX A

Page 3 of 5


.5 The sprinkler system is a wet sprinkler system designed for normal hazard conditions. The city water pressure is assumed to be adequate; fire pump is not included.

.6 The electrical system includes power, distribution and fire alarm inside the building;

exterior work is under cash allowance. Refer to the following additional electrical information;

Distribution: • 1000 kVA, 25 kV indoor substation located on the south mezzanine. Incoming high voltage feeder by others. • 1,200 amp, 600/347 volt main switch board fed from the indoor substation. • Suitably sized 600/347 volt panels for lighting and mechanical equipment. • Step down dry type transformation and suitably sized 120/208 volt distribution panels for outlets, convenience power, etc.. • Suitably sized panel board on each office mezzanine for future tenant power. • 200 kW outdoor weather proof standby diesel generator with automatic transfer switch to provide back up power for freezer and coolers. • Power factor correction equipment at the main switch board to a maximum capacity of 250 kVAR. Receptacles • Duplex receptacles to industry standards in utility rooms and service rooms and along the perimeter office mezzanine areas. • Duplex GFI receptacle at each washroom basin. Power • Electrical connections are included for:

• All equipment provided under the Division 15 portion of this Proposal. • (16) integrated loading dock panels. • (4) drive in door operators. • (4) air side overhead door operators • Walk in freezer and coolers shown on the preliminary floor plan.

Interior Lighting • T5 HO fluorescent high bay lighting in the Cargo Warehouse area designed to 35 foot candles maintained with central lighting controls. • 2' x 4' lay-in fluorescent fixture in the mezzanine office areas designed to 20 foot candles maintained with central lighting controls. • 1' x 4' fluorescent fixtures in the storage rooms and stairwells. • Compact fluorescent pot lights in the washrooms with occupancy sensor controls. • Exit lighting and battery powered emergency lighting to OBC requirements.

Exterior Lighting • HID wall packs around the perimeter of the building. • HID down lighting in the air side overhead canopy.



APPENDIX A

Page 4 of 5


• Connection only to land side high parking lot lighting fixtures that are to be provided by others. Based on a maximum of (6) 400 watt fixtures assumed to be located immediately adjacent to the building. • Connection only to air side high mast lighting fixtures that are to be provided by others. High mast fixtures assumed to be located on or immediately adjacent to the building. • Photocell and/or time clock controls.

Fire Alarm • Two stage fire alarm to OBC requirements complete with pull stations, horns and detectors designed to suit a sprinklered building. • Verification on completion of the system. • Connection to existing airport fire alarm system by others. Voice/Data System Raceways • Plywood telephone backboard in the main electrical room. • Zone conduits as required from backboard to major facility areas. • Outlet boxes with ¾” empty conduit to accessible ceiling space for Owner’s voice/data cabling. Cabling and active components (i.e. hubs, routers, handsets etc.) are not included. Security System • Empty conduits for security system are included. • Complete security system by others.

4.1 Specifications:

DESCRIPTION REVISION - DATE

Proposed Building Design and Systems October 31, 2013

Proposed Hamilton Air Cargo Facility Structural Design Brief (R1), by MMM Group Limited—Received November 18, 2013

November 2013

Electrical Project Definition Report, prepared by MMM Group “Hamilton Airport PDR (Elec-Nov.22.2013).pdf”

Revised-Nov 22 2013

Mechanical Project Definition Report, prepared by MMM Group “Mechanical 2013-11-22.pdf” – Revision 3

Revised-Nov 22 2013

4.0 DOCUMENTATION



APPENDIX A

Page 5 of 5


4.2 Drawings:

Architectural Drawings

DRAWING No.


Hamilton Airport Cross Dock – Ground Floor Plan Rev Nov 21 2013

Hamilton Airport Cross Dock – Mezzanine Plan Rev Nov 21 2013

Hamilton Airport Cross Dock – Site Plan Rev Nov 21 2013

Hamilton Airport Cross Dock – Elevations Rev Nov 21 2013

4.3 Reports:


Geotechnical Investigation Air Cargo Facility – New Location Hamilton International Airport—Hamilton, Ontario; by Peto MacCallum Ltd.—PML Ref.: 13KF021A

October 30, 2013

SASI – Air Cargo Handling Facility—Preliminary, High-level Design Criteria

October 17, 2013

Hamilton Cargo Facility – Procurement Method Analysis Rec. November 4, 2013

Hamilton Air Cargo Facility – Structural Summary Section November 11, 2013

Building Code Concepts Summary – Hamilton Air Cargo Terminal- Issued for PDR, by Gage-Babcock & Associates Ltd- Received Nov 18/13

July 31, 2013

4.4 Schedules:


addendum 2 - hamilton international...

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